view artifacts/src/main/resources/messages.properties @ 8980:b194fa64506a

SINFO - show results themes according to spec, either raw data or floating mean values. Some improvements to error handling and handling of empty results.
author gernotbelger
date Thu, 05 Apr 2018 18:30:34 +0200
parents b5600453bb8f
children 572accbf3b0e 0adc6d04de95
line wrap: on
line source
false=Nein
true=Ja

state.winfo.river = River
state.winfo.calculation_mode = Calculation Mode
state.winfo.location_distance = Location or distance selection
state.winfo.wq = Input for W/Q data
state.winfo.wq_adapted = Input for W/Q data
state.winfo.location = Choose the location
state.winfo.distance = Choose the range
state.winfo.distance_only = Range selection
state.winfo.uesk.wsp = Choose the waterlevel
state.winfo.uesk.dgm = Digital Terrain Model
state.winfo.uesk.profiles = Interpolated Profiles
state.winfo.uesk.floodplain = Lateral Boundary
state.winfo.uesk.differences = Differences between waterlevel and terrain
state.winfo.uesk.scenario = Flood Plain / Scenario
state.winfo.uesk.dc-hws = HWS
state.winfo.uesk.user-rgd = User defined shapefiles
state.winfo.uesk.barriers = Digitized HWS
state.winfo.waterlevel_pair_select = Chosen Differences
state.winfo.historicalq.reference_gauge = Selection of Gauge
state.winfo.historicalq.timerange = Selection of Evaluation time
state.winfo.historicalq.mode = Selecion of analyses
state.winfo.reference.curve.input.start = Chosen Reference
state.winfo.reference.curve.input.end = Chosen Evaluation
state.winfo.function_select = Chosen Function
state.winfo.extreme.percent = Distance to last extreme in percent
state.winfo.extreme.qinput = Input of Q data
state.fix.river = River
state.fix.calculation.mode = Calculation Mode
state.fix.location = Distance
state.fix.period = Period
state.fix.gaugerange = Gaugerange
state.fix.eventselect = Event selection
state.fix.analysis.referenceperiod = Reference period
state.fix.analysis.analysisperiods = Analysis period
state.fix.analysis.function = Function
state.fix.analysis.preprocessing = Outliers
state.fix.preprocess=use outlier test
state.fix.vollmer.function=Function
state.fix.vollmer.preprocessing = Outliers
state.fix.vollmer.qs = Input for W/Q data

state.minfo.river = River
state.minfo.calculation_mode = Calculation Mode
state.minfo.distance = Range selection
state.minfo.distance_only = Range selection
state.minfo.dischargestate = Selection of discharge state and channel
state.minfo.sq.location=Location
state.minfo.sq.period=Periods
state.minfo.sq.outliers=Tolerance
state.minfo.sq.outlier-method=Outliertest
state.minfo.bed.year_epoch=Year/Epoch
state.minfo.bed.difference_select=Differences
state.minfo.year=Year
state.minfo.epoch=Epoch
state.minfo.bed.location = Location/Distance
state.minfo.bed.distance = Range selection
state.minfo.bed.periods = Periods
state.minfo.bed.char_diameter = Characteristic Diameter
state.minfo.bed.error.no_data = No data found for selected range.
state.minfo.bed.error.no_data_for_period = No data found for period: {0} - {1}.
state.minfo.soundings = Choose Soundings
state.minfo.sediment.load.location = Range
state.minfo.sediment.load.year_epoch = Year/Epoch
state.minfo.sediment.load.epochs = Epochs
state.minfo.sediment.load.period = Years
state.minfo.sediment.load.off_epochs = off. Epochs
state.minfo.sediment.load.sq_interval = Load-Discharge Relation
state.minfo.off_epoch = off. Epochs
state.minfo.sediment.load.t_per_a = (t/a)
state.minfo.sediment.load.m3_per_a = (m\u00b3/a)
state.minfo.sediment.load.unit = Unit
state.minfo.t_per_a = t/a
state.minfo.m3_per_a = m\u00b3/a

year=Year
epoch=Epoch
off_epoch = off. Epochs
soundings = Soundings / Epochs
t_per_a = t/a
m3_per_a = m\u00b3/a

historical.mode.w = Waterlevel Analyse
historical.mode.q = Discharge Analyse

calc.surface.curve = Water Level/Surface Curve
calc.flood.map = Flood Plain
calc.discharge.curve = State Discharge Curve/Stage Discharge Relation
calc.duration.curve = Duration Curve
calc.discharge.longitudinal.section = W for userdefined Discharge
calc.w.differences = Differences
calc.historical.discharge.curve = Historical Discharge Curve
calc.reference.curve = Reference Curve
calc.extreme.curve = Extreme Curves
calc.fixation.default = Fixation
calc.fixation.vollmer = Balanced Waterlevel
calc.bed.middle = Middle Bed Height
calc.bed.diff = Bed Height Difference
calc.bed.quality = Bed Quality
calc.sediment.load = Sediment Load
calc.flow.velocity = Flow Velocity
calc.sq.relation = Load Discharge Relation
calc.bed.d90 = D90
calc.bed.d84 = D84
calc.bed.d80 = D80
calc.bed.d75 = D75
calc.bed.d70 = D70
calc.bed.d60 = D60
calc.bed.d50 = D50
calc.bed.d40 = D40
calc.bed.d30 = D30
calc.bed.d25 = D25
calc.bed.d20 = D20
calc.bed.d16 = D16
calc.bed.d10 = D10
calc.bed.dm = dm
calc.bed.dmin = Dmin
calc.bed.dmax = Dmax
calc.bed.dmid = Dmid

calculation.analysis = Fixinganalysis
calculation.vollmer = relocated Waterlevel Calculation

state.chart.river = River
state.chart.type = Charttype
state.chart.km = Kilometer

chart.new.durationcurve = Duration Curve
chart.new.computeddischargecurve = Discharge Curve
chart.new.longitudinal_section = Longitudinal Section
chart.new.w_differences = Differences
chart.new.crosssection = Cross Section

cross_section = Cross Section

reference_curve = Reference Curve
reference_curve_normalized = Normalized Reference Curve

scenario.current = Current
scenario.potentiel = Potentiel
scenario.scenario = Scenario

floodplain.option = Use Floodplain?
floodplain.active = Activ
floodplain.inactive = Inactiv

outlier.method.grubbs=Grubbs
outlier.method.std-dev=Residual standard error

river = River
calculation_mode = Calculation Mode
ld_locations = Location(s)
main_channel = Main channel
total_channel = Total channel

chart.cross_section.title = Cross Section for river {0}
chart.cross_section.subtitle = {0}-km: {1,number,#.###}
chart.cross_section.xaxis.label = Distance [m]
chart.cross_section.yaxis.label = W [{0}]

chart.longitudinal.section.title = W-Longitudinal Section
chart.longitudinal.section.subtitle = Range: {0}-km {1,number,#.###} - {2,number,#.###}
chart.longitudinal.section.shortsubtitle = {0}
chart.longitudinal.section.locsubtitle = {0} km {1,number,#.###}
chart.longitudinal.section.xaxis.label = {0}-km
chart.longitudinal.section.yaxis.label = W [{0}]
chart.longitudinal.section.yaxis.second.label = Q [m\u00b3/s]
chart.longitudinal.annotations.label = {0}.km
chart.discharge.curve.title = Discharge Curve
chart.discharge.curve.xaxis.label = Q [m\u00b3/s]
chart.discharge.curve.yaxis.label = W [{0}]
chart.discharge.curve.yaxis.cm.label = W [cm]
chart.discharge.curve.curve.valid.from = {0} (valid from {1,date,short})
chart.discharge.curve.curve.valid.range = {0} (valid from {1,date,short} - {2,date,short})
chart.computed.discharge.curve.title = Discharge Curve
chart.discharge.curve.subtitle = {0}-km: $KM
chart.discharge.curve.model = Model discharge curve {0} {1,date,medium} - {2,date,medium}
chart.discharge.curve.model.nostop = Model discharge curve {0} {1,date,medium} -
chart.computed.discharge.curve.yaxis.label = W [{0}]
chart.computed.discharge.curve.curve.label = Discharge Curve {0} km {1}
chart.duration.curve.title = Duration Curve
chart.duration.curve.subtitle = {0}-km: {1,number,#.###}
chart.duration.curve.xaxis.label = Duration of Non-Exceedence [Days]
chart.duration.curve.yaxis.label.w = W [{0}]
chart.duration.curve.yaxis.label.q = Q [m\u00b3/s]
chart.duration.curve.curve.w = Waterlevel duration curve for {0} (km: {1})
chart.duration.curve.curve.q = Discharge duration curve for {0} (km: {1})
chart.historical.discharge.title = Historical Discharge Curves for Gauge {0}
chart.historical.discharge.subtitle = Gauge {0} {1,date,medium} - {2,date,medium}
chart.historical.discharge.xaxis.label = Time
chart.historical.discharge.yaxis.second.label = Q [m\u00b3/s]
chart.historical.discharge.yaxis.label = W [cm]
chart.historical.discharge.wq.title = Discharge Curves
chart.historical.discharge.wq.xaxis.label = Q [m\u00b3/s]
chart.historical.discharge.wq.yaxis.label = W [cm]

chart.reference.curve.title = Reference Curve
chart.reference.curve.subtitle = {0}

chart.reference.curve.x.axis.in.cm = Reference Gauge(s) [cm]
chart.reference.curve.x.axis.in.m = Reference Station [NN + m]
chart.reference.curve.y.axis.in.cm = Target Gauge(s) [cm]
chart.reference.curve.y.axis.in.m = Target Station(s) [NN + m]

chart.fixings.derivedcurve.title = Derived curve
chart.fixings.analysis.title = Longitudinal section at km {0}
chart.fixings.wq.title = Fixings Analysis at km {0}
chart.fixings.wq.yaxis.label = W [{0}]

chart.extreme.wq.yaxis.label = W [{0}]

chart.normalized.reference.curve.title = Reduced Reference Curve

chart.w_differences.title = Differences
chart.w_differences.subtitle = {0}
chart.w_differences.yaxis.label = m
chart.w_differences.yaxis.second.label = W [NN + m]

chart.bedquality.title=Bed Longitudinal Section
chart.bedquality.xaxis.label={0}-km
chart.bedquality.yaxis.label.diameter = Diameter [mm]
chart.bedquality.yaxis.label.porosity=Porosity [%]
chart.bedquality.yaxis.label.density=Density [t/m\u00b3]

chart.bedheight_middle.section.title=Middle Bed Height
chart.bedheight_middle.section.yaxis.label=middle Bed Height [{0}]
chart.bedheight_middle.sounding.yaxis.label=Sounding Width [m]

meta.bedheight.year = Year
meta.bedheight.type = Type
meta.bedheight.cur.elevation = Current elevation model
meta.bedheight.old.elevation = Old elevation model
meta.bedheight.range = Range
meta.bedheight.location.system = Location system
meta.bedheight.evalby = Evaluated by
meta.bedheight.river.elevation = River elevation model

chart.flow_velocity.section.title=Geschwindigkeit- und Schubspannung
chart.flow_velocity.section.yaxis.label=Speed v [m/s]
chart.flow_velocity.section.yaxis.second.label=Bottom shear stress [N/m\u00b2]

chart.sq_relation.xaxis.label = Discharge [m\u00b3/s]
chart.sq_relation.yaxis.label = Transport [kg/s]
chart.sq_relation_a.title = Fine material
chart.sq_relation_b.title = Sand (suspended)
chart.sq_relation_c.title = Sand (bed load)
chart.sq_relation_d.title = Fine/middle gravel
chart.sq_relation_e.title = Coarse gravel
chart.sq_relation_f.title = Total bed load
facet.sq_relation.curve = Potential (bed load {0,date} - {1,date})
facet.sq_relation.measurements = Bed load {0,date} - {1,date}
facet.sq_relation.static_data = {0} to {1}
facet.sq_relation.outliers = Outliers pass {0}
facet.sq_relation.outlier.curve = Potential pass {0}
facet.sq_relation.outlier.measurement = bed load data pass {0}

sedimentdensity = sediment density
sand = Sand
fine_middle = Fine/Mid. gravel
susp_sand = Susp. Sand
susp_sand_bed = Bed. part Susp.Sand
suspended_sediment = Sediment
coarse = Coarse gravel
total = Total load

chart.sedimentload.ls.title = Sediment load
chart.sedimentload.ls.xaxis.label = km
chart.sedimentload.ls.yaxis.label.diff = [t/a]

facet.sedimentload.prefix.offcial = Official epoch :
facet.sedimentload.coarse = Coarse gravel - {0} [{1}]
facet.sedimentload.fine_middle = Fine/Mid. gravel - {0} [{1}]
facet.sedimentload.sand = Sand - {0} [{1}]
facet.sedimentload.susp_sand = Suspended sand - {0} [{1}]
facet.sedimentload.susp_sand_bed = Bed. part suspended sand - {0} [{1}]
facet.sedimentload.suspended_sediment = Suspended sediment - {0} [{1}]
facet.sedimentload.total = Total load (from database) - {0} [{1}]
facet.sedimentload.bed_load = Bed load (from database) - {0} [{1}]
facet.sedimentload.suspended_load = Suspended load (from database) - {0} [{1}]
facet.sedimentload.calc.total = Total load (calculated) - {0} [{1}]
facet.sedimentload.calc.bed_load = Bed load (calculated) - {0} [{1}]
facet.sedimentload.calc.bed_load_susp_sand = Bed building load (calculated) - {0} [{1}]

minfo.sedimentload.no.data = No sediment load data available
sedimentload.missing.fraction.coarse = Missing fraction coarse gravel - {0}
sedimentload.missing.fraction.fine_middle = Missing fraction fine/mid. gravel - {0}
sedimentload.missing.fraction.sand = Missing fraction sand - {0}
sedimentload.missing.fraction.susp_sand = Missing fraction suspended sand - {0}
sedimentload.missing.fraction.susp_sand_bed = Missing fraction bed. part suspended sand - {0}
sedimentload.missing.fraction.suspended_sediment = Missing fraction suspended sediment - {0}
sedimentload.missing.fraction.total = Missing fraction total load - {0}
sedimentload.missing.fraction.bed_load = Missing fraction bed load - {0}
sedimentload.missing.fraction.bed_load_susp_sand = Missing fraction bed building load - {0}

facet.longitudinal_section.annotations = POIs
facet.discharge_curves.mainvalues.q = Q (main values)
facet.discharge_curves.mainvalues.w = W (main values)
facet.w_differences = {0} - {1}
facet.w_differences.raw = {0} - {1} (raw)
historical_discharge.mainvalues.q = Q Main Values
historical_discharge.mainvalues.w = W Main Values
facet.flow_velocity.model.mainchannel = Mainchannel {0}
facet.flow_velocity.model.totalchannel = Totalchannel {0}
facet.flow_velocity.model.tau = Bottom shear stress {0}
facet.flow_velocity.model.q = Q {0}
facet.flow_velocity.mainchannel = v Mainchannel at {0}
facet.flow_velocity.discharge = Discharge at {0}
facet.flow_velocity.totalchannel = v Totalchannel at {0}
facet.flow_velocity.tauchannel = Bottom shear stress Mainchannel at {0}
facet.flow_velocity.mainchannel.raw = v Mainchannel at {0} (raw)
facet.flow_velocity.totalchannel.raw = v Totalchannel at {0} (raw)
facet.flow_velocity.tauchannel.raw = Bottom shear stress Mainchannel at {0} (raw)
facet.flow_velocity.velocity = V {0}
facet.flow_velocity.waterlevel = Waterlevel {0}
facet.bedheight_middle.single = Bed Height {0,number,####}
facet.bedheight_middle.epoch = Bed Height Epoch {0,number,####} - {1,number,####}
facet.bedquality.bed.porosity.toplayer = Porosity ({0,date} - {1,date}) ({2})
facet.bedquality.bed.porosity.sublayer = Porosity ({0,date} - {1,date}) ({2})
facet.bedquality.bed.density.toplayer = Density ({0,date} - {1,date}) ({2})
facet.bedquality.bed.density.sublayer = Density ({0,date} - {1,date}) ({2})
facet.bedquality.bed.diameter.toplayer = {0}_Bed ({1,date} - {2,date}) ({3})
facet.bedquality.bed.diameter.sublayer = {0}_Bed ({1,date} - {2,date}) ({3})
facet.bedquality.bed.diameter.toplayer.data = {0} Bed ({1,date} - {2,date}) ({3}) - measurements
facet.bedquality.bed.diameter.sublayer.data = {0} Bed ({1,date} - {2,date}) ({3}) - measurements
facet.bedquality.bed.diameter.bedload.data = {0} Bedload - measurements
facet.bedquality.bed.diameter.bedload = {0}_Bedload
facet.bedquality.interpol.suffix = - interpolated
bedquality.toplayer = 0.0m - 0.3m
bedquality.sublayer = 0.1m - 0.5m
bedquality.missing.diameter.bedload = Interpolating bedload diameter {0} on this range in {1,date} - {2,date} not possible.
bedquality.missing.diameter.sublayer = Interpolating bed diameter {0} (0.0 m - 0.3 m) on this range in {1,date} - {2,date} not possible.
bedquality.missing.diameter.toplayer = Interpolating bed diameter {0} (0.1 m - 0.5 m) on this range in {1,date} - {2,date} not possible.
bedquality.missing.density.toplayer = Interpolating density (0.0 m - 0.3 m) on this range in {1,date} - {2,date} not possible.
bedquality.missing.density.sublayer = Interpolating density (0.1 m - 0.5 m) on this range in {1,date} - {2,date} not possible.
bedquality.missing.porosity.toplayer = Interpolating porosity (0.0 m - 0.3 m) on this range in {1,date} - {2,date} not possible.
bedquality.missing.porosity.sublayer = Interpolating porosity (0.1 m - 0.5 m) on this range in {1,date} - {2,date} not possible.
facet.bedheight.diff.year = Bedheight Difference {0}
facet.bedheight.sounding_width = Sounding Width ({0})
facet.bedheight.diff.sounding = sounding Width
facet.bedheight.diff.height1 = Original Height Minuend {0}
facet.bedheight.diff.height2 = Original Height Subtrahend {0}
facet.bedheight.diff.morph1 = Morph. active width minuend
facet.bedheight.diff.morph2 = Morph. active width subtrahend
facet.bedheight.diff.absolute = Bedheight Difference/Year {0}
facet.bedheight.diff.epoch = Bedheight Difference {0}
facet.bedheight.diff.year.raw = Bedheight Difference {0} (raw)
facet.bedheight.diff.height.raw = {0} (raw)
facet.bedheight.diff.height1.raw = Original Height Minuend {0} (raw)
facet.bedheight.diff.height2.raw = Original Height Subtrahend {0} (raw)
facet.bedheight.diff.absolute.raw = Bedheight Difference/Year {0} (raw)
facet.bedheight.diff.epoch.raw = BedHeight Difference {0} (raw)
facet.gauge_discharge_curve.river = Name of the river
facet.gauge_discharge_curve.reference_gauge = Gauge official number
facet.gauge_discharge_curve.gauge_name = Name of the gauge
facet.gauge_discharge_curve.gauge_location = Location of the gauge
facet.morphologic.width = morphologic Width

facet.porosity = {0}

chart.beddifference.height.title = Bedheight Difference
chart.beddifference.height.xaxis.label = {0}-km
chart.beddifference.height.yaxis.label = Difference [cm/year]
chart.beddifference.epoch.title = Bedheight Difference
chart.beddifference.xaxis.label = {0}-km
chart.beddifference.yaxis.label.diff = Difference [cm]
chart.beddifference.yaxis.label.height = Absolute Height [m]
chart.beddifference.year.title = Bedheight Difference
chart.beddifference.yaxis.label.morph = Width [m]
chart.beddifference.yaxis.label.heights = Absolute Height [m]
chart.subtitle.radius = Width of sample window for moving average

export.csv.header.km = km
export.csv.header.year = year

export.waterlevel.csv.header.km = River-Km
export.waterlevel.csv.header.w = W [{0}]
export.waterlevel.csv.header.q = Q [m\u00b3/s]
export.waterlevel.csv.header.q.desc = Description
export.waterlevel.csv.header.location = Location
export.waterlevel.csv.header.gauge = Reference Gauge
export.waterlevel.csv.meta.result = # Calculation Output - {0} - Waterlevel - FLYS 3
export.waterlevel.csv.meta.creation = # Time of creation: {0}
export.waterlevel.csv.meta.calculationbase = # Calculation base: {0}
export.waterlevel.csv.meta.river = # River: {0}
export.waterlevel.csv.meta.range = # Location/Range (km): {0} - {1}
export.waterlevel.csv.meta.gauge = # Gauge: {0}
export.waterlevel.csv.meta.q = # Q (m\u00b3/s): {0}
export.waterlevel.csv.meta.w = # W (NN + m): {0} - {1}
export.waterlevel.csv.not.in.gauge.range = Outside selected gauge
export.computed.discharge.curve.csv.header.w = W [{0}]
export.computed.discharge.curve.csv.header.q = Q [m\u00b3/s]
export.duration.curve.csv.header.duration = D [Days]
export.duration.curve.csv.header.w = W [{0}]
export.duration.curve.csv.header.q = Q [m\u00b3/s]
export.discharge.longitudinal.section.csv.header.km = River-Km
export.discharge.longitudinal.section.csv.header.w = W [NN + m]
export.discharge.longitudinal.section.csv.header.cw = W corr. [NN + m]
export.discharge.longitudinal.section.csv.header.q = Q [m\u00b3/s]
export.discharge.curve.at.gauge.header = Dischargetable for {1}/{0} since {2} datum[{4}] = {3}
export.discharge.curve.at.header = Computed discharge curve for {0} {0}-km: {1}
export.historical.discharge.csv.header.timerange = Timerange
export.historical.discharge.csv.header.waterlevel = Waterlevel [cm]
export.historical.discharge.csv.header.discharge = Discharge [m\u00b3/s]
export.historical.discharge.csv.header.diff.q = \u0394Q to reference[m\u00b3/s]
export.historical.discharge.csv.header.diff.w = \u0394W to reference[m\u00b3/s]
export.historical.discharge.csv.header.gaugename = Gauge
export.reference_curve.csv.header.km = km
export.reference_curve.csv.header.w.cm = W (cm at Gauge)
export.reference_curve.csv.header.w.m = W (m + NHN)
export.reference_curve.csv.header.w.q = equiv. Q (m\u00b3/s)

export.waterlevel.pdf.mode = Waterlevel
export.computed.discharge.pdf.mode = Dischargecurve
export.computed.discharge.pdf.calc.mode = Computed Dischargecurve
export.duration.pdf.mode = Durationcurve
export.wdifferences.pdf.mode = W Differences
export.historical.discharge.pdf.mode = Historical Discharge
export.reference_curve.pdf.mode = Reference Curve
export.computed.discharge.pdf.file = /jasper/computed-discharge_en.jasper
export.duration.pdf.file = /jasper/duration_en.jasper
export.waterlevel.pdf.file = /jasper/waterlevel_en.jasper
export.wdifferences.pdf.file = /jasper/wdifferences_en.jasper
export.historical.discharge.pdf.file = /jasper/historical-discharge_en.jasper
export.reference_curve.pdf.file = /jasper/reference_en.jasper
export.reference_curve.pdf.file.gauge = /jasper/reference_en_gauge.jasper
export.reference_curve.pdf.file.gauge.end = /jasper/reference_en_gauge_end.jasper
export.reference_curve.pdf.file.gauge.start.end = /jasper/reference_en_gauge_start_end.jasper
export.flow_velocity.csv.header.km = River Km
export.flow_velocity.csv.header.v_total = v Total Channel
export.flow_velocity.csv.header.v_main = v Main Channel
export.flow_velocity.csv.header.tau_main = Bottom shear stress Main Channel
export.flow_velocity.csv.header.q = Q [m\u00b3/s]
export.flow_velocity.csv.header.locations = Location
export.bedheight_middle.csv.header.km = River km
export.bedheight_middle.csv.header.sounding = Sounding / Epoch
export.bedheight_middle.csv.header.height = middle Bed Height [{0}]
export.bedheight_middle.csv.header.uncertainty = Uncertainty [m]
export.bedheight_middle.csv.header.datagap = Data Gap
export.bedheight_middle.csv.header.soundingwidth = Sounding Width [m]
export.bedheight_middle.csv.header.locations = Location

export.sedimentload.csv.header.coarse = Coarse gravel [{0}]
export.sedimentload.csv.header.fine_middle = Fine/Mid. gravel [{0}]
export.sedimentload.csv.header.sand = Sand [{0}]
export.sedimentload.csv.header.susp_sand = Suspended sand [{0}]
export.sedimentload.csv.header.susp_sand_bed = Bed. part suspended sand [{0}]
export.sedimentload.csv.header.suspended_sediment = Suspended sediment [{0}]
export.sedimentload.csv.header.total = Total load [{0}]
export.sedimentload.csv.header.bed_load = Bed load [{0}]
export.sedimentload.csv.header.bed_load_susp_sand = Bed building load [{0}]

export.sqrelation.csv.info.coeff.a = a: coefficient of transport curve
export.sqrelation.csv.info.coeff.b = b: exponent of transport curve
export.sqrelation.csv.info.qmax = Q max, measured: maximum measured discharge [m\u00b3/s]
export.sqrelation.csv.info.stderr = standard error: natural logarithm of standard deviation
export.sqrelation.csv.info.r2 = r^2: coefficient of determination
export.sqrelation.csv.info.ntot = n total: number of measurements
export.sqrelation.csv.info.noutl = n outliers: number of outliers
export.sqrelation.csv.info.cferguson = CFERGUSON: bias correction (Ferguson, 1986)
export.sqrelation.csv.info.cduan = CDUAN: bias correction (Duan, 1983)
export.sqrelation.csv.info.param.a = Parameter A: transport of fine material (< 0.063 mm)
export.sqrelation.csv.info.param.b = Parameter B: transport of suspended sand (0.063-2 mm)
export.sqrelation.csv.info.param.c = Parameter C: transport of sand (0.063-2 mm)
export.sqrelation.csv.info.param.d = Parameter D: transport of fine and medium gravel (2-16 mm)
export.sqrelation.csv.info.param.e = Parameter E: transport of coarse gravel (> Mittelkies)(16-125 mm)
export.sqrelation.csv.info.param.f = Parameter F: transport of bed load (0.063-125 mm)
export.sqrelation.csv.info.q = Q: Discharge in [m\u00b3/s] as measured on measurement date
export.sqrelation.csv.info.s_kg = S: Transport in [kg/s] as measured on measurement date
export.sqrelation.csv.info.date = Measurement Date: The date this measurment was made
export.sqrelation.csv.header.parameter = Parameter
export.sqrelation.csv.header.station = Station
export.sqrelation.csv.header.km = River-Km
export.sqrelation.csv.header.function = Function
export.sqrelation.csv.header.gauge = Gauge
export.sqrelation.csv.header.coeff.a = a
export.sqrelation.csv.header.coeff.b = b
export.sqrelation.csv.header.coeff.q = Q
export.sqrelation.csv.header.coeff.r = r^2
export.sqrelation.csv.header.n.total = n total
export.sqrelation.csv.header.n.outliers = n outliers
export.sqrelation.csv.header.c.duan = C (Duan)
export.sqrelation.csv.header.c.ferguson = C (Ferguson)
export.sqrelation.csv.header.sd = Standard error
export.sqrelation.csv.header.qmax = Q max, measured [m\u00b3/s]
export.sqrelation.csv.header.s_kg = S [kg/s]
export.sqrelation.csv.header.q = Q [m\u00b3/s]
export.sqrelation.csv.header.date = Measurement date
export.sqrelation.pdf.file = /jasper/sqrelation_en.jasper
export.sqrelation.measurements.pdf.file = /jasper/sqmeasurements_en.jasper
export.sqrelation.pdf.mode = Load Discharge Relation
export.minfo.bedquality.km = km
export.minfo.bedquality.density.toplayer = Density Toplayer [t/m\u00b3]
export.minfo.bedquality.density.sublayer = Density Sublayer [t/m\u00b3]
export.minfo.bedquality.porosity.toplayer = Porosity Toplayer [%]
export.minfo.bedquality.porosity.sublayer = Porosity Sublayer [%]
export.minfo.bedquality.diameter.bedload = Bedload Diameter [mm]
export.minfo.bedquality.diameter.toplayer = Bed Diameter Toplayer [mm]
export.minfo.bedquality.diameter.sublayer = Bed Diameter Sublayer [mm]
export.minfo.beddifference.km = km
export.minfo.beddifference.diff = Bedheight Difference [cm]
export.minfo.beddifference.diff.pair = Difference pair
export.minfo.beddifference.pdf.file = /jasper/beddifference_en.jasper
export.minfo.beddifference.pdf.title = Bedheight Difference
export.minfo.beddifference.pdf.mode = Bedheight Difference
export.minfo.beddifference.sounding1 = Sounding width minuend [m]
export.minfo.beddifference.sounding2 = Sounding width subtrahend [m]
export.minfo.beddifference.gap1 = Data gap minuend [%]
export.minfo.beddifference.gap2 = Data gap subtrahend [%]

floodmap.wmsbackground = Background Map
floodmap.riveraxis = River Axis
floodmap.uesk = Floodmap: {0}-km {1,number,####} - {2,number,####} - {3}
floodmap.barriers = Digitized Objects
floodmap.kms = Kilometrage
floodmap.qps = Crosssection Tracks
floodmap.hws = Flood Control Works
floodmap.hws.lines.official = Official Flood Control Works
floodmap.hws.points.official = Official Flood Control Works (points)
floodmap.catchment = Catchment
floodmap.floodplain = Floodplain
floodmap.lines = Lines
floodmap.buildings = Buildings
floodmap.fixpoints = Fixpoints
floodmap.floodmaps = Floodmaps
floodmap.usershape = User data
floodmap.isobath.class = {0,number,#.#} m to {1,number,#.#} m
floodmap.isobath.lastclass = greater {0,number,#.#} m

wsplgen.job.queued = WSPLGEN job in queue.
wsplgen.job.error = An unexpected error while starting WSPLGEN occured.

official.line.found = Found official line for {0} from year {1,date,yyyy} from {2}.

wsp.selected.string = {0}

Mosel = Mosel
Saar = Saar
Elbe = Elbe

state.map.river = River

spline.interpolation.failed = Spline interpolation failed.
cannot.find.w.for.q = Cannot find W for Q = {0,number,#.##}.
cannot.find.q = Cannot find Q = {0,number,#.##}.
no.ws.found = No Ws found.
no.q.found.in.column = No Q found in {0,integer} column.
spline.creation.failed = Spline creation failed.
cannot.find.w.or.q = Cannot find W or Q.
km.not.found = Cannot find km.
cannot.create.wq.relation = Cannot create W/Q relation.
cannot.create.index.q.relation = Cannot create index/Q relation.

w.w.qkm1.failed = Calculating Q for WST index {0,number,#.##} failed.
w.w.wkm1.failed = Calculating W for Q = {0,number,#.##} /  WST index {1,number,#.##} failed.
w.w.qkm2.failed = Calculating Q for WST index {0,number,#.##} failed.
w.w.wkm2.failed = Calculating W for Q = {0,number,#.##} /  WST index {1,number,#.##} failed.

hist.discharge.no.value.in.ref = {0} {1} not in reference table
cannot.find.hist.q.for.w = Cannot find Q for W = {0,number,#.##} in timerange {1, date} - {2, date}
cannot.find.hist.w.for.q = Cannot find W for Q = {0,number,#.##} in timerange {1, date} - {2, date}
cannot.find.hist.q.tables = Cannot find Discharge Tables for given timerange.
cannot.find.hist.q.reftable = Cannot find reference Discharge Table for specified Gauge.

more.than.one.q.for.w = Found more Qs for W = {0,number,#.##}.

extreme_wq_curve = Curve for extreme WQ
extreme_wq_base_curve = Measurement basis for extreme WQ

no.river.selected = No river selected.
no.gauge.selected = No gauge selected.
no.locations.selected = No locations selected.
no.kms.selected = No KMs selected.
converting.ws.to.qs.failed = Converting Ws to Qs failed.
no.wst.for.river = No WST found for selected river.
no.range.found = No range found.
no.gauge.found.for.km = No gauge found for KM {0}.
cannot.create.segments = Cannot create segments.
cannot.compute.discharge.curve = Cannot create discharge curve.
cannot.find.ds = Cannot find Ds.
no.segments.found = No segments found.
no.values.given = No values given.
cannot.interpolate.w.q = Cannot interpolate W/Q.

manualpoints = Manual Points

no.reference.start.km = No reference start station given.
no.reference.end.kms = No reference end station(s) given.
waterlevels = Waterlevels

help.index=${help.url}/OnlineHilfe
help.state.winfo=${help.url}/OnlineHilfe/WINFO
help.state.winfo.river=${help.url}/OnlineHilfe/WINFO#help.state.winfo.river
help.state.winfo.calculation_mode=${help.url}/OnlineHilfe/WINFO#help.state.winfo.calculation_mode
help.state.winfo.location=${help.url}/OnlineHilfe/WINFO#help.state.winfo.location
help.state.winfo.distance_only=${help.url}/OnlineHilfe/WINFO#help.state.winfo.distance_only
help.state.winfo.distance=${help.url}/OnlineHilfe/WINFO#help.state.winfo.distance
help.state.winfo.location_distance=${help.url}/OnlineHilfe/WINFO#help.state.winfo.location_distance
help.state.winfo.wq=${help.url}/OnlineHilfe/WINFO#help.state.winfo.wq
help.state.winfo.wq_adapted=${help.url}/OnlineHilfe/WINFO#help.state.winfo.wq_adapted
help.state.winfo.waterlevel_pair_select=${help.url}/OnlineHilfe/WINFO#help.state.winfo.waterlevel_pair_select
help.state.winfo.reference.curve.input.start=${help.url}/OnlineHilfe/WINFO#help.state.winfo.reference.curve.input.start
help.state.winfo.reference.curve.input.end=${help.url}/OnlineHilfe/WINFO#help.state.winfo.reference.curve.input.end
help.state.winfo.uesk.wsp=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.wsp
help.state.winfo.uesk.dgm=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.dgm
help.state.winfo.uesk.profiles=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.profiles
help.state.winfo.uesk.floodplain=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.floodplain
help.state.winfo.uesk.differences=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.differences
help.state.winfo.uesk.scenario=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.uesk.dc-hws=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.uesk.user-rgd=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.uesk.barriers=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.historicalq.reference_gauge=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.reference_gauge
help.state.winfo.historicalq.timerange=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.timerange
help.state.winfo.historicalq.mode=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.mode
help.state.winfo.function_select=${help.url}/OnlineHilfe/WINFO#help.state.winfo.function_select
help.state.winfo.extreme.percent=${help.url}/OnlineHilfe/WINFO#help.state.winfo.extreme.percent
help.state.winfo.extreme.qinput=${help.url}/OnlineHilfe/WINFO#help.state.winfo.extreme.qinput

help.state.minfo.river=${help.url}/OnlineHilfe/MINFO#help.state.minfo.river
help.state.minfo.calculation_mode=${help.url}/OnlineHilfe/MINFO#help.state.minfo.calculation_mode
help.state.minfo.distance_only=${help.url}/OnlineHilfe/MINFO#help.state.minfo.distance_only
help.state.minfo.distance=${help.url}/OnlineHilfe/MINFO#help.state.minfo.distance
help.state.minfo.bed.year_epoch=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.year_epoch
help.state.minfo.sq.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.location
help.state.minfo.bed.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.location
help.state.minfo.dischargestate=${help.url}/OnlineHilfe/MINFO#help.state.minfo.dischargestate
help.state.minfo.soundings=${help.url}/OnlineHilfe/MINFO#help.state.minfo.soundings
help.state.minfo.bed.difference_select=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.difference_select
help.state.minfo.sq.outliermethod=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.outliermethod
help.state.minfo.sq.outliers=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.outliers
help.state.minfo.sediment.load.year_epoch=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.year_epoch
help.state.minfo.sediment.load.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.location
help.state.minfo.bed.periods=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.periods
help.state.minfo.bed.char_diameter=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.char_diameter
help.state.minfo.sediment.load.period=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.period
help.state.minfo.sediment.load.epochs=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.epochs
help.state.minfo.sediment.load.off_epochs=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.off_epochs
help.state.minfo.sediment.load.unit=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.unit
help.state.minfo.sq.period=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.period


fix.reference.period=Reference period
fix.reference.period.event=Reference event
fix.reference.period.event.short=R
fix.analysis.short=A
fix.analysis.periods=Analysis periods
fix.derivative=Derivative
fix.outlier=Outlier
fix.analysis=Analysis event
fix.deviation=Standard deviation
fix.reference.deviation=Reference deviation
fix.vollmer.wq.curve=Adjusted function
fix.vollmer.wq.outliers=Outliers
fix.vollmer.wq.events=Events
qsectors=Discharge Sectors
fix.mnq=arround MNQ
fix.mq=arraound MQ
fix.mhq=arround MHQ
fix.hq5=over HQ5

chart.fix.deltawt.title=Difference from compensating curve at kilometer {0}
chart.fix.deltawt.subtitle=Water: {0}; Period:  {1,date,short} to {2,date,short}; Reference period: {3,date,short} bis {4,date,short}
chart.fix.deltawt.xaxis.label=Date
chart.fix.deltawt.yaxis.label=\u0394 W(t) [cm]

chart.fixings.wq.subtitle=River: {0}; Range: {1,date,short} to {2,date,short}; Reference period: {3,date,short} to {4,date,short}
chart.fixings.wq.subtitle1={0,date,short} to {1,date,short}

chart.fixings.longitudinalsection.title=Longitudinal section

chart.fixings.deltawt.title = Differences from fitted curve at km {0}

export.fixings.deltawt.csv.header.km=km
export.fixings.deltawt.csv.header.deltaw=\u0394 W [cm]
export.fixings.deltawt.csv.header.q=Discharge [m\u00b3/s]
export.fixings.deltawt.csv.header.w=Waterlevel [m]
export.fixings.deltawt.csv.header.t=Date
export.fixings.deltawt.csv.t.format=yyyy/MM/dd
export.fixings.deltawt.csv.header.time.range=State
export.fixings.deltawt.csv.reference=R
export.fixings.deltawt.csv.analysis=A{0,number,integer}

fix.missing.river=Missing river
fix.missing.from=Missing start km
fix.missing.to=Missing end km
fix.missing.step="Missing step width
fix.missing.function=Missing function type
fix.missing.events=Missing list of events
fix.missing.reference.period=Missing reference period
fix.missing.analysis.periods=Missing analysis periods
fix.missing.qstart.sector=Missing discharge start sector
fix.missing.qend.sector=Missing discharge end sector
fix.missing.prepocessing=Missing info about preprocessing
fix.no.overview.available=No overview available
fix.invalid.function.name=Name of function unknown
fix.too.less.data.colums=Too less data columns for calculation
fix.fitting.failed=Fitting failed
fix.invalid.values=Invalid values
fix.cannot.load.data=Cannot fetch data from database

fix.realize.missing.is.q=No Q value found
fix.realize.missing.segments=Missing values for gauges
fix.no.such.river=River not found
fix.cannot.find.segment=Outside of gauge ranges
fix.cannot.calculate.function=Evaluation of function failed

fix.km.chart.q.sector.border0=(MNQ + MQ)/2
fix.km.chart.q.sector.border1=(MQ + MHQ)/2
fix.km.chart.q.sector.border2=HQ5
fix.km.chart.label.date=yyyy/MM/dd
fix.km.chart.title=Fixings {0} km {1,number,#.###}
fix.km.chart.q.axis=Q [m\u00b3/s]
fix.km.chart.w.axis=W [NN + m]
fix.km.chart.measured=measured
fix.km.chart.interpolated=interpolated

fix.export.at.header = Exported fixings discharge curve for {0} {0}-km: {1}
fix.export.at.gauge.header = Exported fixings discharge curve for {0}, gauge: {1} datum[{3}] = {2}
sq.km.chart.label = Measuring Points
sq.km.chart.title = Measuring Points
sq.km.chart.km.axis = km
sq.km.chart.date.axis = Date
static.sq.river = River
static.sq.station = Station

module.winfo = W-INFO
module.sinfo = S-INFO
module.minfo = M-INFO
module.fixanalysis = Fix Analysis
module.new_map = New Map
module.new_chart = New Chart

load_diameter = Bedload Diameter
bed_diameter = Bed Diameter

area.label.template = Area = %s m\u00b2

gauge.discharge.service.chart.title = Discharge Tables at Gauge {0}
gauge.discharge.service.chart.x.title = Q [m\u00b3/s]
gauge.discharge.service.chart.y.title = W [cm]
gauge.discharge.service.chart.series.title = Discharge Curve {0,date,short} - {1,date,short}
gauge.discharge.service.chart.series.title.master = Current Discharge Curve since {0,date,short}

bed.km.chart.label = Sedimentdata
bed.km.chart.title = Sedimentdata SedDB
bedload.km.chart.label = Geschiebedaten
bedload.km.chart.title = Geschiebedatenbestand SedDB

help.state.fix.river=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.river
help.state.fix.calculation.mode=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.calculation.mode
help.state.fix.location=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.location
help.state.fix.period=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.period
help.state.fix.gaugerange=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.gaugerange
help.state.fix.eventselect=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.eventselect
help.state.fix.analysis.referenceperiod=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.referenceperiod
help.state.fix.analysis.analysisperiods=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.analysisperiods
help.state.fix.analysis.function=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.function
help.state.fix.analysis.preprocessing=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.preprocessing
help.state.fix.analysis.compute=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.compute
help.state.fix.vollmer.function=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.function
help.state.fix.vollmer.preprocessing=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.preprocessing
help.state.fix.vollmer.qs=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.qs
help.state.fix.vollmer.compute=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.compute

module.group.ingwerds = INGwerDs
# empty label, so it does not get a group-frame in the ui 
module.group.bottom = 

state.sinfo.river = River
state.sinfo.calculation_mode=Calculation Mode

sinfo_calc_flow_depth=Flie\u00dftiefen
sinfo_calc_flow_depth.warning.missingQ = {0}: no discharge available, calculation of transport body height not possible
sinfo_calc_flow_depth.warning.waterlevel_discretisation  = Wasserspiegel {0}: r\u00e4umliche Aufl\u00f6sung betr\u00e4gt mehr als 1000m
sinfo_calc_flow_depth.warning.year_difference = {0}: Sie verwenden als Differenzenpaar eine Wasserspiegellage aus dem Jahr {1} und eine Peilung aus dem Jahr {2}. Dies kann zu unplausiblen Werten f\u00fchren.

sinfo.bedheightsfinder.badrange = Invalid range for bed heights {0}.
sinfo.bedheightsfinder.overlappingrange = Range of bed height {0} overlaps with other ranges.
sinfo.bedheightsfinder.missingdescription = No bed heights found with description = {0}
sinfo.bedheightsfinder.wrongriver = Bed heights {0} does not belong to river {1}
sinfo.bedheightsfinder.configfile.missingriver = River not defined in config file ''{0}'': {1}
sinfo.bedheightsfinder.configfile.loaderror = Failed to load config file ''{0}'': {1}
sinfo.bedheightsfinder.notfound = Failed to access sounding with id ''{0}''
sinfo.bedheightsfinder.empty = The bed heights do not contain any values for the selected calculation range

sinfo_calc_flow_depth_development=Flie\u00dftiefenentwicklung
sinfo_calc_flow_depth_minmax=Minimale und Maximale Flie\u00dftiefe
sinfo_calc_grounding=Grundber\u00fchrungen
sinfo_calc_transport_bodies_heights=Transportk\u00f6rperh\u00f6hen
sinfo_calc_infrastructures_inundation_duration=\u00dcberflutungsdauern Infrastrukturen BWaStr

help.state.sinfo=${help.url}/OnlineHilfe/SINFO
help.state.sinfo.river=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.river
help.state.sinfo.calculation_mode=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.calculation_mode

state.sinfo.distance_only = Range selection
help.state.sinfo.distance_only = ${help.url}/OnlineHilfe/SINFO#help.state.sinfo.distance_only

state.sinfo.distance = Choose the range
help.state.sinfo.distance = ${help.url}/OnlineHilfe/help.state.sinfo.distance

state.sinfo.wq = Input for W/Q data
help.state.sinfo.wq=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.wq

state.sinfo.transport_bodies_heights=Transportk\u00f6rperh\u00f6hen
help.state.sinfo.transport_bodies_heights=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.transport_bodies_heights

state.sinfo.waterlevel_soundings_select= Chosen Differences
help.state.sinfo.waterlevel_soundings_select=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.waterlevel_soundings_select

state.sinfo.use_transport_bodies=Transportk\u00f6rperh\u00f6hen
help.state.sinfo.use_transport_bodies=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.use_transport_bodies

state.sinfo.flow_depth_minmax = minimale/maximale Flie\u00dftiefen
help.state.sinfo.flow_depth_minmax = ${help.url}/OnlineHilfe/SINFO#help.state.sinfo.flow_depth_minmax

state.sinfo.flow_depth_development = Flie\u00dftiefenentwicklung
help.state.sinfo.flow_depth_development = ${help.url}/OnlineHilfe/SINFO#help.state.sinfo.flow_depth_development

useTransportBodies.option = Transportk\u00f6rperh\u00f6hen miteinbeziehen?
useTransportBodies.active = Activ
useTransportBodies.inactive = Inactiv

state.sinfo.flowdepthdevlopment_current_select = Aktuelles Differenzenpaar
help.state.sinfo.flowdepthdevlopment_current_select = ${help.url}/OnlineHilfe/SINFO#help.state.sinfo.flowdepthdevlopment_current_select

state.sinfo.flowdepthdevlopment_historical_select = Historisches Differenzenpaar
help.state.sinfo.flowdepthdevlopment_historical_select = ${help.url}/OnlineHilfe/SINFO#help.state.sinfo.flowdepthdevlopment_historical_select

sinfo.export.flow_depth.csv.meta.header.result = ## {0} - {1} - {2}
sinfo.export.flow_depth.csv.meta.header.result.label = Calculation Output
sinfo.export.flow_depth.csv.meta.version = # {0}: {1}
sinfo.export.flow_depth.csv.meta.version.label = FLYS-Version
sinfo.export.flow_depth.csv.meta.user = # {0}: {1}
sinfo.export.flow_depth.csv.meta.user.label = Bearbeiter
sinfo.export.flow_depth.csv.meta.creation = # {0}: {1}
sinfo.export.flow_depth.csv.meta.creation.label = Time of creation
sinfo.export.flow_depth.csv.meta.river = # {0}: {1}
sinfo.export.flow_depth.csv.meta.river.label = Gew\u00e4sser
sinfo.export.flow_depth.csv.meta.header.sounding = ##METADATEN PEILUNG
sinfo.export.flow_depth.csv.meta.header.sounding.year = # Jahr der Peilung: {0}
sinfo.export.flow_depth.csv.meta.header.sounding.type = # Aufnahmeart: {0}
sinfo.export.flow_depth.csv.meta.header.sounding.evaluator = # Auswerter: {0}
sinfo.export.flow_depth.csv.meta.header.sounding.prj = # Lagesystem: {0}
sinfo.export.flow_depth.csv.meta.header.sounding.elevationmodel = # H\u00f6hensystem: {0} 
sinfo.export.flow_depth.csv.meta.header.sounding.elevationmodel.original = # urspr\u00fcngliches H\u00f6hensystem: {0}
sinfo.export.flow_depth.csv.meta.header.waterlevel = ##METADATEN WASSERSPIEGELLAGE
sinfo.export.flow_depth.csv.meta.header.waterlevel.name = # Bezeichnung der Wasserspiegellage: {0} 
sinfo.export.flow_depth.csv.meta.header.waterlevel.gauge = # Bezugspegel: {0}
sinfo.export.flow_depth.csv.meta.header.waterlevel.year = # Jahr/Zeitraum der Wasserspiegellage: {0}
sinfo.export.flow_depth.csv.meta.range = # {0}: {1} - {2}
sinfo.export.flow_depth.csv.meta.range.label = Range (km)
sinfo.export.flow_depth.csv.meta.height_unit.river = # H\u00f6hensystem des Flusses: {0} 

sinfo.export.flow_depth.csv.header.km = Fluss-km
sinfo.export.flow_depth.csv.header.flowdepth = Flie\u00dftiefe
sinfo.export.flow_depth.csv.header.flowdepthTkh = Flie\u00dftiefe mit TKH
sinfo.export.flow_depth.csv.header.tkh = TKH
sinfo.export.flow_depth.csv.header.waterlevel = Wasserstand
sinfo.export.flow_depth.csv.header.discharge = Q
sinfo.export.flow_depth.csv.header.label = Bezeichnung
sinfo.export.flow_depth.csv.header.gauge = Bezugspegel
sinfo.export.flow_depth.csv.header.mean_bed_height = Mittlere Sohlh\u00f6he
sinfo.export.flow_depth.csv.header.mean_bed_height.short = Mittlere Sohl-
sinfo.export.flow_depth.csv.header.sounding = Peilung/Epoche
sinfo.export.flow_depth.csv.header.location = Lage

sinfo.chart.flow_depth.section.title=h-L\u00e4ngsschnitt

sinfo.chart.km.xaxis.label = {0}-km
sinfo.chart.flow_depth.yaxis.label = Flie\u00dftiefe [m]

sinfo.chart.flow_depth.section.yaxis.label=Flie\u00dftiefe [m]
sinfo.facet.flow_depth.filtered.description = h ({0})
sinfo.facet.flow_depth.raw.description = h ({0}) (raw)
sinfo.facet.flow_depth_with_tkh.filtered.description = h + \u0394d ({0})
sinfo.facet.flow_depth_with_tkh.raw.description = h + \u0394d ({0}) (raw)

sinfo.chart.flow_depth_minmax.section.title = min/max h-L\u00e4ngsschnitt
sinfo.facet.flow_depth_min.filtered.description = h-min ({0})
sinfo.facet.flow_depth_min.raw.description = h-min ({0}) (raw)
sinfo.facet.flow_depth_max.filtered.description = h-max ({0})
sinfo.facet.flow_depth_max.raw.description = h-max ({0}) (raw)

sinfo.chart.tkh.section.title=Transportk\u00f6rperh\u00f6hen
sinfo.chart.tkh.section.yaxis.label = Transportk\u00f6rperh\u00f6hen [cm]
sinfo.chart.tkh.yaxis.label = Transportk\u00f6rperh\u00f6hen [cm]
sinfo.facet.tkh.description = \u0394d ({0})

sinfo.export.tkh.calculation.formula = # Berechnungsgrundlage: Gleichung nach GILL (1971)
sinfo.export.tkh.csv.header.tkh = Transportk\u00f6rperh\u00f6he
sinfo.export.tkh.csv.header.tkhkind = Einteilung der Gew\u00e4ssersohle
sinfo.export.tkh.soilkind.mobil = Mobil
sinfo.export.tkh.soilkind.starr = Starr

sinfo.chart.tkh_velocity.section.yaxis.label = Flie\u00dfgeschwindigkeit [m/s]
sinfo.chart.tkh_velocity.yaxis.label = Flie\u00dfgeschwindigkeit [m/s]
sinfo.facet.tkh_velocity.description = Flie\u00dfgeschwindigkeit ({0})

sinfo.chart.tkh_tau.section.yaxis.label = Sohlschubspannung [N/m\u00b2]
sinfo.chart.tkh_tau.yaxis.label = Sohlschubspannung [N/m\u00b2]
sinfo.facet.tkh_tau.description = Sohlschubspannung ({0})

sinfo.chart.tkh_d50.section.yaxis.label = Sohlbeschaffenheit D50 [mm]
sinfo.chart.tkh_d50.yaxis.label = Sohlbeschaffenheit D50 [mm]
sinfo.facet.tkh_d50.description = Sohlbeschaffenheit D50 ({0})

sinfo.chart.flow_depth_development.section.title = Flie\u00dftiefenentwicklung
sinfo.chart.flow_depth_development.section.yaxis.label = Flie\u00dftiefenentwicklung [cm]
sinfo.chart.flow_depth.development.yaxis.label = Flie\u00dftiefenentwicklung [cm]

sinfo.chart.flow_depth_development_perYear.section.title = Flie\u00dftiefenentwicklung pro Jahr
sinfo.chart.flow_depth_development_per_year.section.yaxis.label = Flie\u00dftiefenentwicklung pro Jahr [cm/a]
sinfo.chart.flow_depth_development_per_year.yaxis.label = Flie\u00dftiefenentwicklung pro Jahr [cm/a]
sinfo.facet.flow_depth_development_per_year.filtered = \u0394h/t [cm/a]
sinfo.facet.flow_depth_development_per_year.filtered.description = \u0394h/t ({0})
sinfo.facet.flow_depth_development_per_year.raw.description = \u0394h/t ({0}) (raw)

sinfo_facet_flow_depth_development.filtered = \u0394h [cm]
sinfo.facet.flow_depth_development.filtered.description = \u0394h ({0})
sinfo.facet.flow_depth_development.raw.description = \u0394h ({0}) (raw)

sinfo_facet_waterlevel_difference.filtered = \u0394WSPL [cm]
sinfo.facet.waterlevel_difference.filtered.description = \u0394WSPL ({0})

sinfo_facet_bedheight_difference.filtered = \u0394WSPL [cm]
sinfo.facet.bedheight_difference.filtered.description = \u0394MSH ({0})

sinfo_facet_flow_depth_current.filtered = h-aktuell [m]
sinfo.facet.flow_depth_current.filtered.description =  h-aktuell ({0})
sinfo.facet.flow_depth_current.raw.description =  h-aktuell ({0}) (raw)

sinfo_facet_flow_depth_historical.filtered = h-historisch [m]
sinfo.facet.flow_depth_historical.filtered.description = h-historisch ({0})
sinfo.facet.flow_depth_historical.raw.description = h-historisch ({0}) (raw)

sinfo.flowdepthminmaxcalculation.soundingyear.different = Die Peiljahre von Talweg und Kammlage untersheiden sich

sinfo.export.flow_depth_minmax.csv.header.min = Minimale Flie\u00dftiefe
sinfo.export.flow_depth_minmax.csv.header.max = Maximale Flie\u00dftiefe

waterlevelfetcher.missing = Failed to access waterlevel with id ''{0}''
waterlevelfetcher.empty = The water level {0} does not contain any values for the selected calculation range

bedqualityd50kmvaluefinder.error = Failed to access D50 data, calculation of transport body height not possible: {0}
bedqualityd50kmvaluefinder.empty = The bed quality (D50) does not contain any values for the selected calculation range and sounding year {0}
bedqualityd50kmvaluefinder.missing = Bed quality (D50) not available

soilkindkmvaluefinder.empty = no soil kind available for the selected calculation range, calculation of transport body height not possible
soilkindkmvaluefinder.missing = no soil kind available

flowvelocitymodelkmvaluefinder.empty = no flow velocities available for the selected calculation range, calculation of transport body height not possible
flowvelocitymodelkmvaluefinder.missing = no flow velocities available, calculation of transport body height not possible

linearInterpolator.maxdistance = spatial discretisation exceeds {0}m, interpolation does not take place

sinfo.export.csv.meta.header.sounding.current = ##METADATEN PEILUNG aktuell
sinfo.export.csv.meta.header.sounding.historical = ##METADATEN PEILUNG historisch
sinfo.export.csv.meta.header.waterlevel.current = ##METADATEN WASSERSPIEGELLAGE aktuell
sinfo.export.csv.meta.header.waterlevel.historical = ##METADATEN WASSERSPIEGELLAGE historisch

sinfo.export.csv.header.flowdepth.development = Flie\u00dftiefenentwicklung
sinfo.export.csv.header.flowdepth.development.per.year = Flie\u00dftiefenent-wicklung pro Jahr
sinfo.export.csv.header.waterlevel.difference = \u0394WSPL
sinfo.export.csv.header.mean_bed_height.difference = \u0394MSH
sinfo.export.csv.header.flowdepth.current = Flie\u00dftiefe h-aktuell
sinfo.export.csv.header.flowdepth.historical = Flie\u00dftiefe h-historisch

flowdepthdevelopmentcalculation.missingCurrentYear = Failed to determine date of current watterlevel ({0}), calculation not possible.
flowdepthdevelopmentcalculation.missingHistoricalYear = Failed to determine date of historical watterlevel ({0}), calculation not possible. 

abstractsinfocalculationresults.emptyResult = {0}: result set is empty, please check the data ranges of the input 

flowdepthdevelopmentcalculation.yearDifferenceCurrent = aktuelles Differenzenpaar
flowdepthdevelopmentcalculation.yearDifferenceHistorical =  = historisches Differenzenpaar

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